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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />HYDROLOGY <br /> <br />South Boulder Creek has a tributary drainage area of approximately 132 square miles at <br />its confluence with Boulder Creek, From its headwaters at the Continental Divide, <br />South Boulder Creek flows in an easterly direction through relatively steep, narrow <br />mountain canyons for nearly 22 miles whereupon it emerges onto the high plains at <br />Eldorado Springs, Colorado. From Eldorado Springs, the creek flows northeasterly <br />through a moderately wide valley over a distance of about 9.7 miles to its confluence <br />with Boulder Creek. <br /> <br />Gross Reservoir is a water storage facility located on South Boulder Creek approximately <br />3.5 miles upstream of Eldorado Springs. The reservoir was constructed in 1955 and has <br />a storage capacity of 43,000 acre-feet. The reservoir is operated by the Denver Water <br />Department and provides conservation storage for municipal use. It is not known <br />whether Gross Reservoir has any flood storage capacity available. A U.S. Geological <br />Survey stream gauging station is situated approximately 6.7 miles downstream of the <br />reservoir. The drainage area at the gauging station is approximately 109 square miles, <br /> <br />The impact of Gross Reservoir was evaluated by G&O by routing storm runoff through <br />the reservoir pool. The G&O study modeled South Boulder Creek using the EP A <br />Stormwater Management Model (SWMM). Flood peaks along South Boulder Creek <br />were defined in SWMM using a 6-hour duration storm event. The 100-year flood of <br />South Boulder Creek was routed in SWMM through Gross Reservoir, located upstream <br />of the study area, which significantly reduced downstream flood peaks (G&O, 1986). <br />The 100-year flood peak at U,S. Highway 36 is reported to be 6,160 cfs. <br /> <br />The peak flood of record at the gauging station downstream of Gross Reservoir occurred <br />in 1938 and was estimated to be 7,390 cubic feet per second (cfs) , However, it is also <br />important to note that the gauge was not operational in 1894 when major flooding <br />occurred in the Boulder Area and in the South Platte River basin. <br /> <br />-10- <br />